Flexible joints for seismic-resilient design of masonry-infilled RC frames
Manojlovski, Filip and Tubaldi, Enrico and Sheshov, Vlatko and Rakicevic, Zoran and Bogdanovic, Aleksandra and Bojadjieva, Julijana and Shoklarovski, Antonio and Poposka, Angela and Ivanovski, Dejan and Kitanovski, Toni and Markovski, Igor and Filipovski, Dejan and Naumovski, Nikola and Turchetti, Francesca and Marinković, Marko and Bošković, Matija and Butenweg, Christoph and Gams, Matija and Krtinić, Nemanja and Freddi, Fabio and Pieroni, Ludovica and Losanno, Daniele and Parisi, Fulvio and Dhir, Prateek and Pantó, Bartolomeo and Ahmadi, Hamid and Patel, Jaymini and Schroeder, Maximilian and Meyer, Udo Joachim and Rosen, Britta and Lotti, Alessandro (2025) Flexible joints for seismic-resilient design of masonry-infilled RC frames. Scientific Data, 12 (1). 1266. ISSN 2052-4463 (https://doi.org/10.1038/s41597-025-05515-6)
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Abstract
Masonry infills are among the most seismically vulnerable components in reinforced concrete frame structures. One promising mitigation strategy involves the use of rubber joints, which has shown potential in prior studies. However, further experimental and numerical investigations are needed to fully understand their effectiveness under realistic seismic conditions and to support evidence-based design. To address this, the EU-funded H2020 project FLExible JOInts for seismic-resilient design of masonry-infilled RC frames (FLEJOI) was conducted within the Engineering Research Infrastructures for European Synergies (ERIES) project. Two identical RC frame prototypes with brick infills and different rubber joint systems were constructed and tested at the Institute of Earthquake Engineering and Engineering Seismology – IZIIS in North Macedonia. The first system reduced panel stiffness and increased damping, while the second completely decoupled the infill from the frame. Both were subjected to extensive shaking table testing. This paper presents the resulting dataset, comprising detailed measurements from sensors monitoring the RC frames, infills, and joints – serving as a valuable benchmark for model validation and future research.
ORCID iDs
Manojlovski, Filip, Tubaldi, Enrico
ORCID: https://orcid.org/0000-0001-8565-8917, Sheshov, Vlatko, Rakicevic, Zoran, Bogdanovic, Aleksandra, Bojadjieva, Julijana, Shoklarovski, Antonio, Poposka, Angela, Ivanovski, Dejan, Kitanovski, Toni, Markovski, Igor, Filipovski, Dejan, Naumovski, Nikola, Turchetti, Francesca, Marinković, Marko, Bošković, Matija, Butenweg, Christoph, Gams, Matija, Krtinić, Nemanja, Freddi, Fabio, Pieroni, Ludovica, Losanno, Daniele, Parisi, Fulvio, Dhir, Prateek, Pantó, Bartolomeo, Ahmadi, Hamid, Patel, Jaymini, Schroeder, Maximilian, Meyer, Udo Joachim, Rosen, Britta and Lotti, Alessandro;
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Item type: Article ID code: 93589 Dates: DateEvent19 July 2025Published2 July 2025Accepted30 December 2024SubmittedSubjects: Technology > Engineering (General). Civil engineering (General)
Technology > Building constructionDepartment: Faculty of Engineering > Civil and Environmental Engineering Depositing user: Pure Administrator Date deposited: 28 Jul 2025 09:50 Last modified: 17 Nov 2025 23:44 Related URLs: URI: https://strathprints.strath.ac.uk/id/eprint/93589
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